JPH045602Y2 - - Google Patents

Info

Publication number
JPH045602Y2
JPH045602Y2 JP1985056977U JP5697785U JPH045602Y2 JP H045602 Y2 JPH045602 Y2 JP H045602Y2 JP 1985056977 U JP1985056977 U JP 1985056977U JP 5697785 U JP5697785 U JP 5697785U JP H045602 Y2 JPH045602 Y2 JP H045602Y2
Authority
JP
Japan
Prior art keywords
column
joining
steel
attached
bolting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1985056977U
Other languages
Japanese (ja)
Other versions
JPS61173603U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1985056977U priority Critical patent/JPH045602Y2/ja
Publication of JPS61173603U publication Critical patent/JPS61173603U/ja
Application granted granted Critical
Publication of JPH045602Y2 publication Critical patent/JPH045602Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 産業上の利用分野 この考案は、鉄骨構造の建物における柱・梁接
合部構造に関するものである。
[Detailed description of the invention] Industrial application field This invention relates to a column-beam joint structure in a steel frame building.

従来の技術 鉄骨構造の建物において、最近では、意匠的斬
新さを図るため、建物の形状も複雑になりがち
で、これに伴つてH形鋼梁も斜めに接合される場
合が多い。
BACKGROUND TECHNOLOGY In recent years, steel frame buildings have tended to have more complex shapes in order to achieve novelty in design, and as a result, H-shaped steel beams are often joined diagonally.

従来、かかる場合の柱と梁との接合は、接合場
所毎に柱・梁接合金具(以下、単に接合金具とい
う)を形成し、この接合金具を介して行つてい
た。
Conventionally, columns and beams in such cases have been joined via column-beam joining fittings (hereinafter simply referred to as joining fittings) formed at each joining location.

考案が解決しようとする課題 しかし、一般に、接合金具は特殊な形状をな
し、梁を斜めに接合する部分の接合金具は、特
に、複雑な形状をなして製作が面倒であつた。
Problems to be Solved by the Invention However, joining fittings generally have a special shape, and the joining fittings for joining beams diagonally have particularly complicated shapes and are troublesome to manufacture.

また、接合金具は通常、工場などにおいてあら
かじめ溶接によつて取り付けられるものであるた
め、運搬に際して邪魔なものであつた。
Furthermore, since the joining fittings are usually attached in advance by welding in a factory or the like, they are a nuisance during transportation.

考案の目的 この考案はこのような前記従来の課題を解決す
るために提案されたもので、柱に複数本のH形鋼
梁を、その一方を垂直に、他方を斜めにそれぞれ
接合する場合に、その接合を簡単に、かつ、確実
に行うことができる柱・梁接合部構造を提供する
ことを目的とする。
Purpose of the invention This invention was proposed to solve the above-mentioned conventional problems. The object of the present invention is to provide a column-beam joint structure that can be easily and reliably joined.

考案の構成 この考案は、角形鋼管よりなる鉄骨柱に複数本
のH形鋼梁を、その一方を垂直に、他方を斜めに
それぞれ接合する際に、前記鉄骨柱の梁接合部に
ボルト止めされる固定部と、この固定部の略中央
部より略垂直に突設される垂直連結部と、前記固
定部の縁端部より斜めに突設される斜め連結部と
からなる柱・梁接合金具を前記鉄骨柱にボルト止
めすることにより取り付け、前記垂直連結部に一
方のH形鋼梁を、当該H形鋼梁のウエブをボルト
止めすることにより接合し、前記斜め連結部に他
方の、上下フランジの先端部を斜めに形成してあ
るH形鋼梁を、当該H形鋼梁のウエブをボルト止
めして接合することにより前記目的を達成するも
のである。
Structure of the device This device is designed to connect a plurality of H-shaped steel beams to a steel column made of square steel pipes, one of which is vertically connected and the other diagonally. A column-beam joint comprising a fixing part, a vertical connecting part protruding substantially perpendicularly from a substantially central part of the fixing part, and a diagonal connecting part protruding diagonally from an edge of the fixing part. is attached to the steel column by bolting, one H-beam is attached to the vertical connection part by bolting the web of the H-beam, and the other, upper and lower, is attached to the diagonal connection part. The above object is achieved by joining H-shaped steel beams whose flanges have oblique tip ends by bolting the webs of the H-shaped steel beams.

実施例 以下、この考案を図示する一実施例に基づいて
説明する。
Embodiment Hereinafter, this invention will be explained based on an illustrative embodiment.

角形鋼管よりなる柱1にH形鋼梁2と3(以
下、単に梁2,3という)が接合金具4によつて
接合されている(図1参照)。
H-shaped steel beams 2 and 3 (hereinafter simply referred to as beams 2 and 3) are joined to a column 1 made of a square steel pipe by a joining fitting 4 (see FIG. 1).

接合金具4は固定部5と垂直連結部6と斜め連
結部7と上下補強部8,8とから一体的に形成さ
れている(第2,3図参照)。
The joining fitting 4 is integrally formed from a fixing part 5, a vertical connecting part 6, a diagonal connecting part 7, and upper and lower reinforcing parts 8, 8 (see FIGS. 2 and 3).

固定部5は縦長の略矩形板状に形成され、固定
部5には上下方向および左右方向に所定間隔おき
に複数個の取付孔9,9が形成されている。
The fixing part 5 is formed into a vertically elongated substantially rectangular plate shape, and a plurality of mounting holes 9 are formed in the fixing part 5 at predetermined intervals in the vertical and horizontal directions.

垂直連結部6および斜め連結部7は固定部5と
同様に縦長の矩形板状に形成され、垂直連結部6
は固定部5の略中央部より垂直に突設され、か
つ、斜め連結部7は固定部6の縁端部より所定の
角度、たとえば略135°方向に斜めに突設されてい
る。
The vertical connecting portion 6 and the diagonal connecting portion 7 are formed in the shape of a vertically long rectangular plate similarly to the fixing portion 5, and the vertical connecting portion 6
protrudes perpendicularly from the substantially central portion of the fixing portion 5, and the diagonal connecting portion 7 protrudes obliquely from the edge portion of the fixing portion 6 at a predetermined angle, for example, approximately 135°.

また、垂直連結部6および斜め連結部7には複
数個の取付孔10,10が上下方向および左右方
向に所定間隔おきに形成されている。
Further, a plurality of mounting holes 10 are formed in the vertical connecting portion 6 and the diagonal connecting portion 7 at predetermined intervals in the vertical direction and the horizontal direction.

このように形成された接合金具4は、柱1の梁
接合部に添え付けられているとともに、柱1の梁
接合部の内側に、あらかじめ取り付けられた受け
金具11に固定部5の取付孔9,9を貫通する複
数本の取付ボルト12,12によつて固定されて
いる。
The joint fitting 4 formed in this manner is attached to the beam joint of the column 1, and is attached to the mounting hole 9 of the fixing part 5 in the receiving metal fitting 11 that is previously attached to the inside of the beam joint of the column 1. , 9 are fixed by a plurality of mounting bolts 12, 12 passing through them.

そして、垂直連結部6に梁2のウエブ部2aが
添わされ、垂直連結部6の取付孔10,10およ
びこの取付孔10,10に対応して形成されたウ
エブ2aの取付孔(図省略)を貫通する複数本の
接合ボルト14,14によつて、梁2は柱1に対
して垂直に接合されている。
Then, the web part 2a of the beam 2 is attached to the vertical connecting part 6, and the mounting holes 10, 10 of the vertical connecting part 6 and the mounting holes of the web 2a formed corresponding to the mounting holes 10, 10 (not shown) The beam 2 is joined perpendicularly to the column 1 by a plurality of joining bolts 14, 14 passing through.

また、斜め連結部7に梁3のウエブ部3aが添
わされ、垂直連結部7の取付孔10,10および
この取付孔10,10に対応して形成されたウエ
ブ3aの取付孔(図省略)を貫通する複数本の接
合ボルト13,13によつて、梁3は柱1に対し
て斜めに接合されている。
Further, the web portion 3a of the beam 3 is attached to the diagonal connecting portion 7, and the mounting holes 10, 10 of the vertical connecting portion 7 and the mounting holes of the web 3a formed corresponding to the mounting holes 10, 10 (not shown). The beam 3 is diagonally joined to the column 1 by a plurality of joint bolts 13, 13 passing through the beam.

また、梁3の上下フランジ3b,3bの先端部
は、鉄骨梁2の上下フランジ2b,2bと干渉し
ないように斜めに形成されている。
Further, the tips of the upper and lower flanges 3b, 3b of the beam 3 are formed diagonally so as not to interfere with the upper and lower flanges 2b, 2b of the steel beam 2.

考案の効果 この考案は、以上説明したように構成されてい
るので、以下に記載するような効果を有する。
Effects of the invention Since this invention is configured as explained above, it has the following effects.

鉄骨構造の建物において、柱に梁を斜めに接
合する場合でも高力ボルトなどの接合ボルトに
よつてきわめて簡単に接合することができる。
In a steel structure building, even when a beam is to be joined diagonally to a column, it can be very easily joined using a joining bolt such as a high-strength bolt.

接合金具は現場において接合ボルトによる取
付が可能であるため、柱・梁用の鉄骨材の運搬
に際し、接合金具を取り外しておくことがで
き、したがつて、接合部が嵩張ることがないた
め、運搬効率がきわめて高い。
Since the joining fittings can be installed on site using joining bolts, the joining fittings can be removed when transporting the steel frame materials for columns and beams. Extremely efficient.

接合金具は、形状がきわめて簡単であるた
め、規格化が可能であり、しかも、大量生産に
よる製作コストの低減化が図れる。
Since the joining metal fittings have an extremely simple shape, they can be standardized, and manufacturing costs can be reduced through mass production.

また、一方の梁の上下フランジの先端部は他
方の梁と干渉しないように斜めに形成されてい
るため、一方の梁の端部を柱に十分届くように
接合部の奥まで近接させることができ、したが
つて、一方の梁を柱に確実に接合することがで
とき、また、接合金具も小さくてよい。
In addition, since the tips of the upper and lower flanges of one beam are formed diagonally so as not to interfere with the other beam, it is possible to bring the end of one beam close to the back of the joint so that it can fully reach the column. Therefore, one beam can be reliably joined to the column, and the joining fittings can also be small.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図および第3図はこの考案の一実
施例を示すもので、第1図は柱・梁接合部の横断
面図、第2図は接合金具の平面図、第3図はその
側面図である。 1……柱、2,3……H形鋼梁(梁)、4……
柱・梁接合金具(接合金具)、5……固定部、6
……垂直連結部、7……斜め連結部、8……上・
下補強部、9,10……取付孔、11……受け金
具、12……取付ボルト、13……接合ボルト。
Figures 1, 2, and 3 show an embodiment of this invention, with Figure 1 being a cross-sectional view of the column-beam joint, Figure 2 being a plan view of the joining fittings, and Figure 3 being a cross-sectional view of the column-beam joint. is its side view. 1... Column, 2, 3... H-shaped steel beam (beam), 4...
Column/beam joining metal fittings (joining metal fittings), 5... Fixed part, 6
...Vertical connection part, 7...Diagonal connection part, 8...Top
Lower reinforcement part, 9, 10...Mounting hole, 11...Receiving metal fitting, 12...Mounting bolt, 13...Joining bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 角形鋼管よりなる鉄骨柱に複数本のH形鋼梁
を、その一方を垂直に、他方を斜めにそれぞれ接
合するための柱・梁接合部構造において、前記鉄
骨柱の梁接合部にボルト止めされる固定部と、こ
の固定部の略中央部より略垂直に突設される垂直
連結部と、前記固定部の縁端部より斜めに突設さ
れる斜め連結部とからなる柱・梁接合金具を前記
鉄骨柱にボルト止めすることにより取り付け、前
記垂直連結部に一方のH形鋼梁を、当該H形鋼梁
のウエブをボルト止めすることにより接合し、前
記斜め連結部に他方の、上下フランジの先端部を
斜めに形成してあるH形鋼梁を、当該H形鋼梁の
ウエブをボルト止めすることにより接合してある
ことを特徴とする柱・梁接合部構造。
In a column-beam joint structure for joining a plurality of H-shaped steel beams to a steel column made of square steel pipes, one of them vertically and the other diagonally, the steel beam is bolted to the beam joint of the steel column. A column-beam joint comprising a fixing part, a vertical connecting part protruding substantially perpendicularly from a substantially central part of the fixing part, and a diagonal connecting part protruding diagonally from an edge of the fixing part. is attached to the steel column by bolting, one H-beam is attached to the vertical connection part by bolting the web of the H-beam, and the other, upper and lower, is attached to the diagonal connection part. A column-beam joint structure characterized in that H-shaped steel beams whose flanges have oblique tips are joined by bolting the webs of the H-shaped steel beams.
JP1985056977U 1985-04-17 1985-04-17 Expired JPH045602Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985056977U JPH045602Y2 (en) 1985-04-17 1985-04-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985056977U JPH045602Y2 (en) 1985-04-17 1985-04-17

Publications (2)

Publication Number Publication Date
JPS61173603U JPS61173603U (en) 1986-10-29
JPH045602Y2 true JPH045602Y2 (en) 1992-02-18

Family

ID=30581087

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985056977U Expired JPH045602Y2 (en) 1985-04-17 1985-04-17

Country Status (1)

Country Link
JP (1) JPH045602Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54175813U (en) * 1978-05-31 1979-12-12
JPS6345441Y2 (en) * 1980-12-27 1988-11-25

Also Published As

Publication number Publication date
JPS61173603U (en) 1986-10-29

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